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30'-0" <br />OVERALL <br />13'-0 1/2" <br />6'-0" <br />10'-11 1/2" <br />4'-0" <br />T-0" 3'-10" T-6' <br />T-5" <br />4'-3" 6 <br />4'4" 4'-0" <br />A <br />0. <br />4'-8" <br />00 <br />1)" <br />a <br />ELEV <br />S3 <br />HB <br />1 <br />M <br />Q <br />Q Q 01 13 <br />QEl <br />C <br />I <br />T <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />1 <br />Li <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />I <br />6 MIL VISQUEEN VAPOR BARRIER <br />Q <br />I <br />- <br />6 <br />9'-8 1/2"" <br />• MECH. COMPACTED FILL TO 95% OF <br />- <br />I <br />CD <br />w <br />REF --t <br />MAX. DRY DENSITY <br />N <br />I <br />CO <br />w <br />I <br />• TREAT SOIL W/ TERMITE POISONING OR <br />I <br />N <br />BORACARE TREATED LUMBER IS AN <br />13 <br />I <br />z 4 <br />I <br />ALTERNATIVE TERMITE PROTECTION TO <br />_7 <br />I <br />v <br />SOIL POISONING (TYP) <br />o <br />ED <br />I <br />I <br />13'-10" <br />16'-2" <br />C.J. <br />I C.J.13 <br />I <br />ip <br />B <br />I <br />1 80 <br />;li c <br />x <br />a <br />5 <br />B <br />M <br />I <br />i.0 <br />d <br />I <br />1 <br />9'-5 1 /8" I <br />ELEC/PLUMB <br />GG <br />CONTROL JOINT <br />�� <br />S3 <br />M <br />— <br />------------- <br />I— <br />1 <br />\ <br />-- <br />7'-3 3/8" <br />v - <br />cn <br />J CV <br />J <br />O � � <br />ZQw <br />ON <br />N <br />00 <br />N <br />00 <br />N <br />A <br />Co <br />N <br />J <br />N <br />A <br />OO <br />N <br />O <br />M <br />■ <br />ICI <br />FOOTING <br />i <br />13 <br />z 1 <br />(4) STUD <br />51 <br />COLUMN W/ (S) <br />C <br />"' <br />—' <br />I <br />HT74 AT BASE <br />D <br />� <br />U <br />O <br />Zi <br />v <br />Z <br />I <br />I <br />7 <br />O 1 <br />0) <br />p K �r <br />w <br />^GG <br />T-3 3/8" <br />io <br />O0 S3 CO <br />ELEC <br />Dl <br />1'-9 WH2 <br />Cc <br />ELEV <br />I <br />8 <br />S3 OoV <br />0'-4" <br />I <br />13 <br />t= <br />BO <br />of <br />I <br />O <br />U <br />01 <br />�I <br />°1 B <br />[_ <br />I I <br />— — — — — — 1 CONTROL JOINT <br />— o— ---- <br />N — — — — — <br />M <br />SEE DETAIL D/S3 N <br />FOR FRAME WALL <br />J TO CMU <br />CONNECTIONS <br />I I <br />i4" <br />ELEV (-) <br />0'-3 1/2" 7 5/8' <br />3'-8 3/8" 2'-8" <br />U40 <br />� o0 <br />d 4'-4" 5'-8" 20'-0" <br />30'-0" <br />OVERA' <br />FOUNDATION PLAN (ELEVATION B' <br />1/411-1-0 <br />Y-4" <br />0 <br />;T <br />0 <br />0 <br />� o <br />zo <br />V <br />O <br />O <br />V' <br />0 <br />IT <br />0 <br />N <br />.• u <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />0 = FILLED CELL W/(1) #5 VERTICAL <br />M = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />P = WINDOW OPENING ABOVE <br />PLUMBING NOTES: <br />FBC 7TH EDITION (2020) PLUMBING SECTION 604 <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WATER -FLOW RATE. <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />VTR LOCATIONS ARE APPROXIMATE AND MAY <br />CHANGE DUE TO JOBSITE CONDITIONS. <br />LICENSED PLUMBER TO VERIFY AND HAS THE <br />AUTHORITY TO CHANGE AS NEEDED. <br />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />(/ <br />1/2" DP X 9 1/2" WIDE RECESS <br />Q <br />NOT USED <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />SINK - KITCHEN <br />REF <br />�7 <br />WASHER <br />8 <br />W/H <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />12 <br />42" x 42" A/C CONCRETE PAD <br />13 <br />BEARING WALL <br />C FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />C <br />THICKEN EDGE <br />8 x 8 DP <br />(1) #5 CONT. <br />C <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />C <br />PAD <br />24 SO x 16 DP <br />#5s 6 O.C. EA. WAY <br />C <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2029 HE 1th Editior <br />by Debra Anne Mahr PX2300 <br />-�z„�„` <br />Y <br />N <br />O <br />h <br />to , <br />r � P e <br />l04 <br />b <br />ii .S f 1qq <br />co <br />h ` <br />LO <br />co <br />LO <br />75 <br />¢ <br />O <br />w <br />Of <br />o <br />z <br />N N Lr) <br />O N 0 <br />'0 9 U <br />4) <br />cy) co <br />N V ��� m <br />c t <br />:DOo U � o <br />o <br />O LL 9 Q <br />i LU <br />o E .Ma <br />V V � � <br />w <br />Wuj� �¢w ~p Fz- <br />D U�) <br />Q x <br />z �'0C <br /><1VO0_j0 <br />CC <br />Q� Jp <br />�°W0opaoz�mz� <br />OO <br />wn <br />a�w�LLOf< <br />> <br />O <br />D� <br />CL <br />Z <br />LL <br />Qom— 5Z�wp�U�Q <br />00LL1x : �"' << <br />LL ¢ O <br />i� <br />O <br />O <br />z CN <br />LU <br />U) O <br />0 F-7 M O <br />J <br />( <br />vJ LL <br />I` <br />a- or) <br />Z V <br />W <br />W <br />J� <br />CD <br />I <br />I <br />I <br />O <br />o <br />O <br />NO <br />O <br />c- <br />NO <br />N <br />o <br />M <br />O <br />N <br />N <br />O <br />N <br />N <br />N <br />N <br />N <br />CV <br />O <br />Ci <br />O <br />00 <br />O <br />O <br />0 <br />N <br />N <br />I <br />Z <br />O <br />NU-) <br />W <br />o <br />a <br />0 <br />0 <br />0 <br />0 <br />l <br />i <br />> <br />-1 <br />N <br />M <br />' Cr <br />M co <br />} � <br />Zz <br />w <br />O j <br />W <br />? t� <br />0 <br />U <br />w00 <br />UUcf) <br />^ <br />11 <br />�zj <br />O <br />M1 <br />a' <br />z <br />a a <br />WLIJ Q <br />= <br />T- mw <br />N <br />~moo <br />[V <br />zo= <br />WCL <br />�� <br />Q <br />gWL <br />z <br />az <br />z <br />�, <br />z <br />�� <br />U <br />Q <br />0 <br />_0 <br />m <br />z <br />¢ <br />z <br />w <br />W <br />J <br />ti <br />LAST PLOT DATE <br />O <br />• <br />March 23, 2023 <br />Z 0 <br />MONOLITHIC <br />_j <br />FOUNDATION PLAN B <br />